SW7140105_CURRENT PERMIT_20210916

ROY COOPER
Governor
ELIZABETH S.BISER M.a
Secretary
BRIAN WRENN NORTH CAROLINA
Director Environmental Quality
September 16, 2021
Eastern Pride, Inc.
Attention: Barnes Boykin, Secretary
2405-F West Nash Street
Wilson, NC 27896
Subject: Stormwater Permit Renewal/Ownership Change
Stormwater Management Permit SW7140105
Family Dollar —Alliance, NC
Pamlico County
Dear Mr. Boykin:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SV 7140105 for a stormwater treatment system consisting of a wet
detention pond serving the Family Dollar Store located on the North side of NC Hwy 55
in Alliance, NC expires on March 3, 2022. Renewal applications are due 180 days prior
to expiration. A review of the Pamlico County tax records shows that the property is
currently owned by Deep Creek Crossing, LLC.
The Coastal stormwater rules and the NC General Statutes require a stormwater permit
for this project. Stormwater permits are not automatically transferred when property is
sold. Condition 111.1. & 2. of the permit requires the submittal of a transfer of ownership
application if property is to be sold. If you do not wish to maintain the permit, please
work with Deep Creek Crossing, LLC and submit a completed permit renewal
application and a stormwater ownership transfer application along with a $505.00
processing fee as soon as possible. Permit application forms for renewal and ownership
transfer can be found on our website at:
14
North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the permittee and landowner to
assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
Sincerely,
Cc Deep Creek Crossing, LLC
1429 Shenandoah Parkway ---
Chesapeake, VA 23320 Rog�r K. Thorpe
Environmental Engineer
En ;`� Dlor n aro ina eo r i ent Cn .orrien�a Qu 91i Di,isioi or ne c i ,Min -31I and Land Resources
JWas otonl �Ic a JfY 4 v.asN g[oc ,i _ .WI! Sn, y.c A:o ch 3i al1na 11389

Wa:R6
w
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM Pat McCrory,Governor
Director John E. Skvarla, III, Secretary
March 3, 2014
Mr. Barnes Boykin
Eastern Pride, LLC
2405-F Nash Street w /
Wilson, NC 27896
Subject: Stormwater Permit No. SW7140105
Family Dollar— Alliance, NC
High Density Project
Pamlico County
Dear Mr. Boykin:
The Washington Regional Office received a complete Stormwater Management Permit Application for
the Family Dollar Store to be located in Alliance, NC on February 28, 2014. Staff review of the plans
and specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are forwarding
Permit No. SW7140105 dated March 3, 2014, for the construction of the subject project.
This permit shall be effective from the date of issuance until arch 3 2022 and shall be subject to
the conditions and limitations as specified therein. Please pay specia attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within sixty (60) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final
and binding.
If you have any questions, or need additional information concerning this matter, please contact
me at [phone].
Sincerely,
l
Roger K. Thorpe
Environmental Engineer
Washington Regional Office
cc: Pamlico Engineering Services, PLLC
Pamlico County Building Inspections
Washington Regional Office
943 Washington Square Mall,Washington,North Carolina 27889 • Phone: [phone] FAX: [phone]
Internet: http://www.portal.ncdenr.org/web/Ir/land-quality
An Equal Opportunity/Affirmative Action Employer-50%Recycled/10%Post Consumer Paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Eastern Pride, LLC
Family Dollar Store
Located on
US Highway 55, Alliance, NC
Pamlico County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to as
the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Energy, Mineral, and Land Resources and considered a part of this
permit.
This permit shall be effective from the date of issuance until March 3, 2022, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.

2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 of this permit. The stormwater control has been
designed to handle the runoff from 30,927.6 square feet of impervious area.
3. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
4 The runoff from all built-upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
5. The built-upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area,ft2 53,578.8
b. Total Impervious Surfaces, ftz: 30,927.6
C. Design Storm, inches: 1.5
d. Average Pond Depth, feet: 3.0
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMS.�: 11.5
g. Permanent Pool Surface Arei, ft : 2,845
h. Permitted Storage Volume, ft : 6,554
i. Temporary Storage Elevation, FMSL: 13.0
J Predevelopment 1 year 24 hour: 2.31 cfs
k. Post development 1 year 24 hour: 4.55 cfs
I. Controlling Orifice: 1.0110
M. Permitted Forebay Volume, ft3: 1,200
n. Receiving Stream/River Basin: N. Prong Bay River/ Neuse
o. Stream Index Number: 27-150-2
P. Classification of Water Body: "SC-NSW"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not
limited to:

a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re-vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built-upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.

10. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division, signed by
both parties, and accompanied by supporting documentation as listed on page 2
of the form. The project must be in good standing with the Division. The approval
of this request will be considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re-issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.

9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the ppermit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing address
changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until March 3, 2022.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 3 rd day of March 2014.
NORTH CAROLJNA ENVIRONMENTAL MANAGEMENT COMMISSION
For Tracy E. Davis, PE, CPM, Director
Division of Energy, Mineral, and Land Resources
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7140105

Family Dollar Store - Alliance, NC
Stormwater Permit No. SW7140105
Perquimans County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date

Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built-upon area.
3. All the built-upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.

DEMLR USE ONLY
Date Received Fee_Paid Permit Number
.` S 6117 14 d r'4�
Applicable Rules: ❑Coastal SW-1995 ❑ Coastal SW-2008 ❑Ph II-Post Construction
(select all that apply) ❑Non-Coastal SW-HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑Other WQ M mt Plan:
State of North Carolina r , T Q
Department of Environment and Natural Resources
Division of Energy,Mineral and Land Resources F E B 2 8 2014
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This fonn may be photocopied for use as an original "+{) r; ,. w t -/ 1(
. yam.,
I. GENERAL INFORMATION t; �Yf c 4
1. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
Family Dollar Alliance
2. Location of Project(street address):
US 55 Alliance NC
City:Alliance County:Pamhco _ Zip:
3. Directions to project(from nearest major intersection):
4. Latitude:35°08' 41.78" N Longitude:76*47' 22.88" W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is(check one): ®New ❑Modification ❑Renewal w/ Modificationt
+Renewals with modifications also requires SWU-102-Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit,fist the existing
permit number ,its issue date(if known) ,and the status of
construction: ❑Not Started ❑Partially Completed* ❑Completed* *provide a designer's certification
2. Specify the type of project(check one):
❑Low Density ®High Density []Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application,list the stormwater project number,
if assigned, and the previous name of the project,if different than currently
proposed,
4.a.Additional Project Requirements(check applicable blanks;information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control:1.23 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit:Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name,Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes,see S.L. 2012-200, Part VI:http://12ortal.ngdenr.org/web/Ir/rules-and-regulations
Form SWU-101 Version Oct. 31,2013 Page 1 of 6

III. CONTACT INFORMATION
1.a.Print Applicant/ Signing Official's name and title(specifically the developer,property owner,lessee,
designated government official, individual,etc. who owns the 12roiect):
Applicant/Organization:Barnes Boykin,Eastern Pride LIX
Signing Official&Title:Barnes Boykin,Vice President/Secretary
b.Contact information for person listed in item la above:
Street Address:2405-F Nash Street
City:Wilson State:NC _ Zip:27896 _
Mailing Address(if applicable):
City: State: Zip:
Phone: L ) Fax:
Email:
c.Please check the appropriate box.The applicant listed above is:
❑The property owner(Skip to Contact Information,item 3a)
❑ Lessee*(Attach a copy of the lease agreement and complete Contact Information,item 2a and 2b below)
®Purchaser*(Attach a copy of the pending sales agreement and complete Contact Information,item 2a and
2b below)
❑ Developer*(Complete Contact Information,item 2a and 2b below.)
2.a.Print Property Owner's name and title below,if you are the lessee,purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:Alliance Development LLC
Signing Official&Title:Robert Sadler,Member Manager _
b.Contact information for person listed in item 2a above:
Street Address:P O Box 251
City:Alliance State:NC Zip:28509 _^
Mailing Address(if applicable):_
City: State: Zip:
Phone: ( Fax: ( L
Email:
3.a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: _
Signing Official&Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip: _
Phone: ( ) Fax:
Email:
4. Local jurisdiction for building permits:Pamlico County_
Point of Contact:Skjp Lee Phone#: (252 ) 745-3861
Form SWU-101 Version Oct. 31,2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below,hjLefly summarize haw the stormwater runoff will be treated.
Onsite stormwater shall be treated through an onsite wet pond prior to beign discharged into an existing
draiange ditch in the rear of the property
2.a.If claiming vested rights,identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights,identify the regulation(s)the project has been designed in accordance with:
❑ Coastal SW-1995 ❑Ph II-Post Construction
3. Stormwater runoff from this project drains to the Neuse River basin.
4. Total Property Area:1.23 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area(4)-Total Coastal Wetlands Area(5)-Total Surface Water Area(6)=Total Project
Area*:1.23 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(!1HY�line or Mean High Water
(MHW)line,and coastal wetlands landward from the NHW(or MHW)line. The resultant yyroject area is used to
calculate overall percent built upon area (B UA). Non-coastal wetlands landward of the NHW(or MHW)line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area/ Total Project Area)X 100 =57.69 %
9. How many drainage areas does the project have7l (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects,use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project,attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information Drainage Area 1 Drainage Area Drainage Area_ Drainage Area
Receiving Stream Name N.Prong
Stream Class * sc,sn,nsw
Stream Index Number* 27-150-2
Total Drainage Area(so 53578.8
On-site Drainage Area(sf) 53578.8
Off-site Drainage Area(so 0
Proposed Impervious Area**(so 30927.6
% Impervious Area** total 57.69
Impervious**Surface Area Drainage Area_ Drainage Area_ Drainage Area_ Drainage Area_
On-site Buildings/Lots(sf) 8320
On-site Streets so
On-site Parking (so 21837.6
On-site Sidewalks (so 770
Other on-site (sf)
Future(so
Off-site (sf)
Existing BUA***(sf)
Total (so: 30927.6
* Stream Class and Index Number can be determined at: littn://portal.ncdenr.orghuebAoq[ps/csu/classi cations
** Im ervious area is defined as the built upon area including, but not limited to, buildings,roads, parking areas,
sidewalks,gravel areas,etc.
Form SWU-101 Version Oct. 31,2013 Page 3 of 6

'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off-site impervious area listed above determined?Provide documentation. Aireal Map ing GIS
Protects in Union County: Contact DE,VLR Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 1 SA NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance(O&M)forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http /Iportal.ncdenr.org/web/wq/ws/­su/` bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy,Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
hgp://portal.ncdenr.org/web/wq/ws/su/statesw/forms dots. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portal.ncdenr.org/web/wq/ws/su/mal?S.)
Please indicate that the following required information have been provided by initialine in the space provided
for each item.All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/ffoor-ms�docs.
1. Original and one copy of the stormwater Management Permit Application Form. is
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants "O{�
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s)(sealed,signed and dated)and O&M
agreement(s)for each BMP.
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to
hM://www.envhelp org/pages/onestopeexRress html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative(one to two pages)describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information,item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1h mile of the site boundary,include the 1/2
mile radius on the map.
7. Sealed,signed and dated calculations(one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed,signed,&dated),including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures,the banks of streams and rivers, the Iv[HW or NHW line of tidal
waters,and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers,and the MHW(or NHW)of tidal waters.
i. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours,proposed contours,spot elevations,finished floor elevations.
1. Details of roads,drainage features,collection systems,and stormwater control measures.
in.Wetlands delineated,or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
Form SWU-101 Version Oct.31,2013 Page 4 of 6

p. Vegetated buffers(where required).
9. Copy of any applicable soils report with the associated SHWT elevations(Please identify _
elevations in addition to depths)as well as a map of the boring locations with the existing
elevations and boring logs.Include an 8.5"x1P' copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs,the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to W]RO:Schedule a site visit for DEMLR to verfij the SHWP prior
to submittal, [phone].)
10. A copy of the most current property deed.Deed book: Page No:
11. For corporations and limited liability corporations(LLC):Provide documentation from the NC
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information,item 1a,2a,and/or 3a per 15A NCAC 211.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
lit!p://Nv%v%v.secretaU.state.nc.us/Corporations/CSeareli.aspx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development,the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number,lot size,and the allowable built-upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from ham•llport l ncdenr org/xveblir/state-stormwater-
forms dots.Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner,it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s)certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available mn the website,that the covenants will be binding on all parties and persons claiming
under them,that they will rum with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR,and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm(such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer:Marie U Peedin PE
I
Consulting Firm:Pamlico Engineering Services PLLC
Mailing Address:128 Abbey Lane -
City:WashinPton State;NC Zip:27889
Phone: (252 ) 945-2983 Fax: ( )
Euiail:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION(if Contact Information,item 2 has been filled out,complete this
section)
1,(print or type marue of person listed in Contact Information, item 2a) IA'oS'e e-/ L✓ Yrte<<-¢ certify that I
own the property identified in this permit application,and thus give permission to (print or type name of person
listed in Contact Information, items In) Barnes Boykin with(print or type none of organization listed in
Contact Information, item 1a)Eastern Pride,Inc to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contact has been provided with the submittal,which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct.3 t,2013 Page 5 of

i
As the legal property owner I acknowledge,understand,and agree by my signature below,that if my designated
agent(entity listed in Contact Information,item 1)dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale,responsibility for compliance with the DEMLR Stormwater permit reverts back
to me,tine property owner.As the property owner,it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stornrwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action includii ee assessment of civilpenalties of up to$25,000 per day,pursuant to NCGS 143-215.6.
Signahugl �C%[ 'Lt�/W� — e Date: / 7—
I, a Notary Public for the State of ✓y t✓ County of
�4f44 L(LCr ,do hereby certify that /C�be�,''/— 14V, kfU/e'' personally appeared
before me this�day of_JAWAa Q , at'i and ekme, ledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
�� .•' • SEAL
y My commission expires_
X. APPLICANT'S CERTIFICATION Ubf/
/
I,(print or type❑mae of person listed in Contact Informatioi, item 1It?) a
certify that the information included on this permit application form is,to the best of myknowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H.1000 and any other applicable state stornrwater requirements.
Signature: �Q� +t ref UGC+ l� Date: I�
i, �p6m A. �pri a Notary Public for tile pJn e State of -�ARo,ft''n County of
(.)j 1a do liereby certify that (beug 1 B5 f✓%kLe t personally appeared
before me thisal5day of_Fe6uM _4n_4—,and acknowledge the due execution of the application for
a stornrwater permit. Witness my hand and official seal,
SEAL
ROBIN A EATMON
NOTARY PUBLIC
WILSON COUNTY,NC
My Commission Expes ir 11.2.2D15
My commission expires Mwembeg oaj
o20457
li
I
Form SWU-101 Version Oct.31,2013 Page 6 of 6

w
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM Pat McCrory,Governor
Director John E. Skvada, III, Secretary
February 21, 2014
Mr. Barnes Boykin
Eastern Pride, LLC
2405-F Nash Street
Wilson, NC 27896
Subject: Stormwater Review SW7140105
Family Dollar-Alliance, NC
Pamlico County
Dear Mr. Boykin:
This office received a Coastal Stormwater permit application and supporting information for the
subject project on January 28, 2014. A preliminary review of your project indicates that the application
package is not complete. Before a State Stormwater permit can be issued the following additional
information is needed:
1. The stormwater permit application was not signed by the applicant.
2. The plans need to be signed and sealed by your engineer.
The above requested information should be received in this office prior to March 21, 2014.
If you have questions, please feel free to contact me at [phone].
Sincerely,
Roger K. Thorpe
Environmental Engineer
Pamlico Engineering Services, PLLC
Washington Regional Office
943 Washington Square Mall,Washington,North Carolina 27889 - Phone: [phone] /FAX: [phone]
Internet:http://www.portal.ncdenr.org/web/Ir/land-quality
An Equal Opportunity/Aff rmative Action Employer-50%Recycled/10°h Post Consumer Paper

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected,repaired or replaced immediately. These deficiencies can affect the integrity
of structures,safety of the public,and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one): - 'E
❑ does ® does not incorporate a vegetated filter at the outlet.
JAN 2 8 2014
This system (check one):
® does ❑ does not incorporate pretreatment other than a foreb �1 E a^ .r•
Important maintenance procedures:
— Immediately after the wet detention basin is established,the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed,until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance,the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year,a dam safety expert should inspect the embankment.
After the wet detention pond is established,it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potentialproblem: How I will remediate theproblem:
The entire BMP Trash/debris is present. Remove the trash debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
long. approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 5

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potentialproblem: How I will remediate theproblem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health.
Plants are dead,diseased or Determine the source of the
dying. problem: soils,hydrology,disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present. Remove the weeds,preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
Cattails,phragmites or other Remove the plants by wiping them
invasive plants cover 50% of with pesticide(do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 5

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potentialproblem: How I will remediate theproblem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment. _
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office,or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 4.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 2 feet in the forebay, the sediment shall
be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 11.5
Sediment Removal .9.5 Pe ianen Pool
Volume Sediment Removal Elevation 7 Volume
- -----_ ----------------------------- -------------- -
Bottom Elevatio 8.5 -ft Min.
Sediment Bottom Elevation 6 1-ft n.
Storage Sediment
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 5

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Family Dollar Alliance
BMP drainage area number:I
Print name:Barnes Boykin
Title:Vice President
Address:2405-F Nash Street
Wilson N C27896
Phone:[phone]
Signature: 6 lb
Date: Ile-1
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, a Notary Public for the State of
County of _, do hereby certify that
p rsonally appeared before me this A &
day of_ , and acknowledge the due execution of the
forgoin et detention asin maintenance requirements. Witness my hand and official
seal,
,,,,11111M;IIII���i
z:
OAT COO-'
SEAL
My commission expires Z
Form SW401-Wet Detention Basin O&M-Rev.4 Page 5 Of 5

,o���1 AAA�,i�o��,
VF�,

Permit No.
(to be provided by N )
O�OF W A r fgMA
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM o
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled oul,printed and submitted.
The Required Items Checklist(Part Ill)must be printed,filled out and submitted along with all of the required Information.
I. PROJECT INFORMATION
Project name Family Dollar-Alliance
Contact person Marie U Peedin,PE
Phone number 252-945-2983
Date 1/21/2014
Drainage area number 1
II. DESIGN INFORMATION
Site Characteristics
Drainage area 53,679 fe
Impervious area,post-development 30,914 e
%Impervious 57.70%
Design rainfall depth 1.5 in
Storage Volume: Non-SA Waters
Minimum volume required 3,812 W OK
Volume provided 4,616 fe OK,volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5'runoff volume fl�
Pre-development 1-yr,24-hr runoff ft3
Post-development 1-yr,24-hr runoff to
Minimum volume required fts
Volume provided to
Peak Flow Calculations
Is the prelpost control of the lyr 24hr storm peak flow required? Y (Y or N)
1-yr,24-hr rainfall depth 3.5 in
Rational C,pre-development 0.33(unWess) --_• , .
Rational C,post-development 0.75(unitless) i. ••� t '
Rainfall intensity:l-yr,24-hr storm 5.70 inthr OK
Pre-development l-yr,24-hr peak flow 2.31 fts/sec
Post-development 1-yr,24-hr peak flow 4.55 fts/sec JA N 2 8 2014
Pre/Posl 1-yr,24-hr peak flow control 224 fe/sec
Elevations
Temporary pool elevation 13.00 final
Permanent pool elevation 11.50 final ' s
P.,
SHWT elevation(approx.at the perm,pool elevation) 11.50 final
Top of 10ft vegetated shelf elevation 12.00 fmsl
Bottom of 1 Oft vegetated shelf elevation 11.00 fmsl
Sediment cleanoul,lop elevation(bottom of pond) 7.00 final
Sediment cleanoul,bottom elevation 6.00 first
Sediment storage provided 1.00 it
Is there additional volume stored above the state-required temp.pool? Y (Y or N)
Elevation of the top of the additional volume 13.0 final OK
Forth SW401-Wet Detention Basin-Rev.e-9/17/09 Pans I.S il.Design Summary,Page 1 of 2

Permit No.
(to be provided by DWQ)
II. DESIGN INFORMATION
Surface Areas
Area,temporary pool 4,502 fe
Area REQUIRED,permanent pool 2,733 ft?
SAIDA ratio 5.10(uni less)
Area PROVIDED,permanent pool,Ap,,, 2,845 ft2 OK
Area,bottom of 10ft vegetated shelf,Ayrt u,yi 1,862 ft
Area,sediment cleanoul,top elevation(bottom of pond),A,.,a 707 ft2
Volumes
Volume,temporary pool 6,554 ft3 Insufficient. Volume does not agree with data previously entered.
Volume,permanent pool,V.,, 6,122 ft3
Volume,forebay(sum of forebays if more than one forebay) 1,200 ft3
Forebay%of permanent pool volume 19.6%% OK
SAIDA Table Data
Design TSS removal 90%
Coastal SAIDA Table Used? y (Y or N)
Mountain/Piedmont SAIDA Table Used? n (Y or N)
SAIDA ratio 5.10(unitless)
Average depth(used in SAIDA table):
Calculation option 1 used?(See Figure 10-2b) N (Y or N)
Volume,permanent pool,Va _,, 6,122 fe
Area provided,permanent pool,A.,, 2,845 ft2
Average depth calculated 2.05 If Need 3 ft min.
Average depth used in SAIDA,dn.,(Round to nearest 0.511) 3.0 ft Insufficient.Check calculation.
Calculation option 2 used?(See Figure 10-2b) y (Y or N)
Area provided,permanent pool,A._,, 2,845 ft
Area,bottom of 1Oft vegetated shelf,Ayµ,i,,,y 1,862 ft?
Area,sediment cleanoul,top elevation(bottom of pond),A 707 fe
'Depth'(distance b/w bottom of 1Oft shelf and top of sediment) 4.00 ft
Average depth calculated 3.00 R OK
Average depth used in SAIDA,d„,(Round to nearest 0.5ft) 3.0 It OK
Drawdown Calculations
Drawdown through orifice? Y (Y or N)
Diameter of orifice(if circular) 1.00 in
Area of orifice(If-non-circular) in'
Coefficient of discharge(Co) 0,60(unifless)
Driving head(Hp) 2.00 ft
Drawdown through weir? N (Y or N)
Weir type (uni less)
Coefficient of discharge(C.) (uniuess)
Length of weir(L) it
Driving head(H) ft
Pre-development 1-yr,24-hr peak How 2.31 ft3lsec
Post-development 1-yr,24-hr peak flow 4.55 ft3/sec
Storage volume discharge rate(through discharge orifice or weir) 0.02 ft3/sec
Storage volume drawdown time 2.00 days OK,draws down in 25 days.
Additional Information
Vegetated side slopes 3 :1 OK
Vegetated shelf slope 10 :1 OK
Vegetated shelf width 10.0ft OK
Length of flowpath to width ratio 3:1 OK
Length to width ratio 2.0 :1 OK
Trash rack for overflow$orfloe? Y (Y or N) OK
Freeboard provided Y It OK
Vegetated filler provided? N (Y or N) OK
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies is: Sump pump
Forth SW401-Wet Detention Basin-Rev.8-9/17/09 Parts I.a u.Design Summary,Page 2 of 2

f
Permit No.
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An Incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. IT the applicant has designated an agent,the agent may initial below. If a
requirement has not been met,attach justification.
Paget Plan
Inipta4s Sheet No.
C u u 3 1. Plans(1"-50'or larger)of the entire site showing:
-Design at ultimate build-out,
-Off-site drainage(if applicable), r t- e ► E fir , •, ;
-Delineated drainage basins(include Rational C coefficient per basin),
-Basin dimensions, JA N 2 8 2014
-Pretreatment system,
-High flow bypass system,
-Maintenance access, ^+ S r
-Proposed drainage easement and public right of way ROB W
-Overflow device,and
Boundaries of drainage easement.
Cao,S 2. Partial plan(1"=30'or larger)and details for the wet detention basin showing:
Outlet structure with trash rack or similar,
-Maintenance access,
-Permanent pool dimensions,
-Forebay and main pond with hardened emergency spillway,
-Basin cross-section,
-Vegetation specification for planting shelf,and
-Filter strip.
C u o 3 3. Section view of the wet detention basin(1"=20'or larger)showing:
(„o -Side slopes,3:1 or lower,
-Pretreatment and treatment areas,and
-Inlet and outlet structures.
C u u Z q, If the basin is used for sediment and erosion control during construction,clean out of the basin is specified
on the plans prior to use as a wet detention basin.
/ 1L C&° 3 5. A table of elevations,areas,incremental volumes&accumulated volumes for overall pond and for Forebay,
to verify volume provided.
0 2 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance(0&M)agreement. V r
N 9. A copy of the deed restrictions(if required). (30 V Ere
10. A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. County
soil maps are not an acceptable source of soils informafon.
Form SW401-Wet Detention Basin-Rev.8-9/17/09 Part III.Required Items Checklist,Page 1 of 1

Pamlico Engineering Services, PLLC E
128 Abbey Lane
WASHINGTON,NC 27889 _
PHONE[phone] 1i
To: Date 1/24/14 Job No. 13030
NCDENR- DWQ Attention
Scott Vinson
Family Dollar Alliance
WE ARE SENDING YOU ® Attached ❑Under separate cover via
the following items:
❑ Shop drawings ❑ Prints N Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE No DESCRIPTION
2 Plans and narratives
2 Applications
I check
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑FOR BIDS DUE 20_ ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Please call if you have any questions.
Marie U. Peedin,PE.
JAN 2 8 2014

a�sa�g7Q ANNUAL REPORT E-Filed Annual Report
5568214
BUSINES0S CORPORATION
Do not data enter manually.
��
NAME OF BUSINESS CORPORATION: Eastern Pride Inc.
FISCAL YEAR ENDING: 1213112012 STATE OF INCORPORATION: NC
SECRETARY OF STATE CORPORATE ID NUMBER: 0647965
NATURE OF BUSINESS: Real Estate developmendleasing
REGISTERED AGENT: Thomas, Charles A.
REGISTERED OFFICE MAILING ADDRESS: 2405-F West Nash Street
Wilson,NC 27896
REGISTERED OFFICE STREET ADDRESS: 2405-F West Nash Street J A IV 2 B Z014
Wilson,NC 27896 Wilson County Q
..V v"k,
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: 2405-FNash Street W.
Wilson,NC 27896
PRINCIPAL OFFICE STREET ADDRESS: 2405-F West Nash Street
Wilson,NC 27896
PRINCIPAL OFFICERS:
Name: Charles A Thomas Name:Barnes Boykin
Title:President Title:Secretary
Address: Address:
2405-F West Nash Sheet 2405-F West Nash Street
Wilson,NC 27896 Wilson,NC 27896
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL BUSINESS CORPORATIONS
Charles A Thomas 3/7/2013
FORM MUST BE SIGNED BY AN OFFICER OF THE CORPORATION DATE
Charles A Thomas President
TYPE OR PRINT NAME TYPE OR PRINT TITLE -
ANNUAL REPORT FEE:E-Paid MAIL TO: Secretary of State•Corporations Division•Post Office Box 29525 •Raleigh,NC 27626-0525

JJJ A N 2 8 2014
STORM WATER MANAGEMENT
PLAN
FOR
Family Dollar
Alliance, NC
LU
:6 Q «.
PREPARED BY:
PAMLICO ENGINEERING SERVICES, PLLC
128 ABBEY LANE
WASHINGTON,NC 27889
252.945.2983

Storm Water Management Plan
LOCATION:
This site is located on NC 55 approximately 930 feet west of Ireland Road in Alliance
NC, Pamlico county.
DESCRIPTION:
The project area is currently a wooded lot. The trees will be removed and all stumps and
roots removed prior to stripping the site. The site will require fill for the area to be the
elevation of the surrounding lots.
EXISTING DRAINAGE PATTERNS:
The property currently drains toward an existing drainage system in the rear which
drains into North Prong Creek. This creek is within the Neuse River Basin. There is
existing outlet ditch which runs along the eastern property line and this drainage pattern
shall not be modified due to the project.
PROPOSED PROJECT:
The project consist of clearing and filling the lot to the desired grades and draining into a
proposed wet pond bmp to be used to reduce nitrogen export from the site as well as
reduce TSS from the site.
All fill material to be placed on the site shall come from a permitted borrow pit. If there
is material to be wasted it shall be taken to an approved landfill site.
Storm Water Management
The site is a high density site with total site acres of 1.23 acres. There is approximately
0.71 ac. of proposed impervious area to be added to the site. Therefore a wet pond BMP
is being installed to capture the 1.5" runoff and also detain the I yr 24 hr storm event.
The pre and post hydrographs have been include in the calculations. The existing site
drains to the rear and this will not change due to construction. All calculations have been
included with this report.

CALCULATIONS

Run Off Calculations
Simple Method
Rv = 0.05+.0091
da 1.23
1= 57.69 % is 0.7097
Rv= 0.5692 % 0.676992
Volume to be Controlled
V = design rainfall x Rv x drainage area
DA 1.23 ac
Design Rainfall 1.5 in
Volume= 3812.2 cf

Family Dollar Alliance
Drawdown
Sizing Calculations
volume= 3812 cf
time 2 days
Q= 0.02 cfs
Orftce Size for OUTLET Structure
a= 0.005611263 SF
cd 0.6
h 2
q 1 0.02 cfs
r= 0.042
d= 0.085 ft
d 1 IN
Say 1 INCH opening

12/16/13 Precipitadon Frequency Data Server
NOAA Atlas 14,Volume 2, Version 3
Location name: Bayboro, North Carolina,US' `
Coordinates:35.1449, -76.7896
Elevation: 11 W
source:Google Maps ...
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M.Bonnin,D.Martin,B,Lin,T.Parzybok M.YeWa,and D.Riley
NOAA,National Weather Service,Silver Spring,Maryland
PF tabular I PF ara[rhical I Maps & aerials
PF tabular _
PDS•based_point precipitation frequency estimates with 90% confidence intervals (in inches)1_
Duration
Average recurrence interval (years)__ _
-- ------
�� 2_ 5 F 50 100_ 200 J 500 1000
0.475 0.556 0.640 0.723 0.818 0.894 0.987 1.04 - 1.13 1.22
5-min (0.433.0.523);(0.507-0.610)I(0.583.0.701) (0.857.0.793) (0.736.0.894)I(0.805-0.979)(0.867-1O6)',(0.925-L74)j(0.999-1.24�(1.061.34)'
10-min 0.758 D.889 1.02 1.16 1.30 1A2 1. 44 1.65 1.79 1.91
(0.891-0.835):(0_811_0.976) (0_934-1.12)J (1.051.27) (1.18.1.43) (L28.1.56) (138.1.69); (1.47.1.81)I (1.58.1.97)�i(1.88-2.10)'-
0948 17�1.12 1.30 1.48 1.85 1.80 1.94 2.08 2.25 2A0
15-min ! (0-864.1.04) (1.02.1.23) (1.18-1.42) j (1.33-1.60) (1.4&1.81) (1.62-i 97J (1.74-2.13) (1.85-2.28) (1.89.2_48) (2.102.64)!
(1.688.24. 298 324 3 3.89 212 2.71 402) (1,93 30 22 25 )II 3 4) (304.28)jm130 154
325 38 4.10 454 5.1 5.681.94 27860-min 162
05 (1.77.2.13) ( 313 64 i54 ),(4.97-6.2 5y,
IF 1.94 2.34 2.91 3.47 4.20 4.85 5.51 8.23 7.23 8.13
2-hr (1.75-2J6) (2.12.2.59J (2.63-3.23) (3.13-3.84) (3.76.4.63) !i (4.32-55� (4.89-6.07J (5.4&6.86)I (6.31.7.98)i(7.02-8.99)!
2.09 2.52 3.15 3.79 4.83 1 5A1 8.22 7.11 8A0 9.57
3-hr J (1.88-2.38) (2.27-2.83) (2.83.3.55) (3.39.4.25) (4.12.5.18) (4.78-8.03)J (5.46-8.93)! (6.19-7.91)i (7.22-9.35)1(8.1410.7)-1,
. . . 5.61 6.67 7.58 8.70 I10.3 11.88-hr 252 303 360 4.6
0(2.28-2.88) (2.72-3,48) (3.40-4.34) (471 (4.96.6.37) 1 (5.77-7.45) L8 .8.56) (7.52 (8.79-11.6) (9.9&13.3J
I . 5.44 9.20
79
12.7 1 14.6 i
.3.3 3 445 (4.836.21) 92 96 36812 5 20.40 01-5 ( .92-8.9 ) (796-10.4) (10.7-14.4J .16.6)1( 3A7
( . 12,5. . . . 17.0 51 14.924-hr 12.1) 103.11.390) j (3.79-4.75) (4.896.13) (5.80-Z29) 7 0 0 7-139)! (126-186) (14.2.19.
4.02 4.87 6.26 7.44 9.22 10.8 12.5 14.5 17.4 99.9
2•day (3.60.4.51) % (4.37.5.46) [(5.60-7.01) (6.63.8.32) (8.16.10.3) (9.46-12.0) (10.9.14,0)I (12.4-161)I (14.7.19.5)I(16.5.22.4)i
3-da 4,27 5.17 8.81 7.03 9.82 112 12.9 14.7 ! 17.6 20.0
Y (3,85.4.78) ! (4.88-579) (5.95-7.39) (7.01-8.73) (8.56.10.7) (9.86.12.4) (11.3-14.3)I (12.8-18.4) (15.019.6)I(16.8-22.5)
i 117 20.14-dey l 7 82 10.0 163_-71 45 548 69 2 15.0
1(4,09.5,05) . 6 (6.29-7.77) (7.39.9.14) (896111) 5 )i .1•16,7)j1(15.3.19.8);(17.022.6)1
5 28 6.37 8.01 9.35 11.3 12.g 14.7 18.5 18.2 21.5
7-dey (4.82-5_84).J (5.81.7.04) (7.28.8.84) (8.49-10.3) (10.2-12.5) (11.8.14.2) (13.0.16.2J (14.6.18.3) (16.7-21.3)(18.6.24.0)!
1 .5 82 14.0 7.7 20 22.
1 .6 !8.88 9L ) 1 L12. 3 ) (12.65.5) (14.1.17.4)! (15.7-19.6) (17.9-22.7);(197.25.4)10•day559
47.859) 855.7.90) (8.11-9.7 !
8,05 9.59 11.7 13.4 15.8 17.8 19.8 22.0 25.1 27,6
20•day 1 (7.40-8.80) j (8.82.10.5) (10.7-12.7) (12.3-14.8) (14.4 (16.1-19.4) (17.9_217)I (19.7.24.1); (22.2-27.6)!(24.1-30.4)
30-day 8.93 11.8 14.2 18.1 18.8 20.9 23.1 25.3 ! 28.3 30.7
(9,17-10.8) (10.9-12.8) _(13.1.15.4) (14.8-17.5) (17.2.20.3J (19.1-22_B) (20.9-25_JO)', (22.6-27.5); (25.3.30.9)!I(27.2.33.8)';
_i
45-da 1 1 14.6 17A 19.8 23.1 25.6 E(2 -3-_[;�
8.5 E(37
38.7
(11.4-13.4) (13.5-15.8) (18.1-18.9) (18.3-21.4) [(21.2.25.0) (23.6-27.8) 00g) J
(1&8 5.9) (162-18.8) (19.2-22.2) (21.5-5.0) (2488 8.7) (27.0-31.7) (29.4.34.7) (31.9.37.9) (35.0 22) (373-5,6)
60_day I������--i�l�l��� 41.6
1 Precipitation frequency(PF)estirrates in this table are based on frequency analysis of partial duration series(PDS). j
Winters in parenthesis are PF estimates at lower and upper bounds of the 90%confidence interval.The probablily,that precipitation frequency estimates 1
(for a given duration and average recurrence interval)w IP be greater than the upper bound(or less than the lower bound)is 5%.Fatirretes at upper
bounds are not checked against probable naximxn precipitation(PNP)estlrrate,and Trey be higher than currently valid PUP values.
Please refer to NOAA Atlas 14 document for rnore mfor ition,
Back to Too
PF graphical
Idsc.rme.noaa.go4Fdselpfds/pfds,printpage.htm171at-35.1449&Ion=-76.7896&data=depth&uNts=erglish&series=pds 114

12/16/13 Precipitation Frequency Data Server
NOAA Atlas 14,Volume 2,Version 3
Location name: Bayboro, North Carolina, US* a1
Coordinates:36.1449, '76.7896
Elevation: 11 ft*
'source:Google Maps •`'�+.,��
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M.Bonnln,0.Martin,B.Lin,T.Percybok M.Yelta,and D.Riley
NOAA,National Weather Service,Silver spring,Maryland
PF tabular I PF graphical I Maps 8 aerials
PF tabular _
r
PDS-based point precipitation frequency estimates with 90% confidence intervals (in Inch_eslhour)1 1
Average recurrence interval (years)
Duration
10 25 50 100� 200 500 J 1000
530 8.87 7.68 ! 8.68 9.T8 10.7 11.6 1 12.5 13.8
5-min [(5.20-6.28) (8.08 7.32) (7.00.8.41) (7.88_9.52) (8.86-10.7) (9.66-11.7) (10.4.12.7) it (11.1.137) (72.0.14,9) (128 6.0)
4 55 5.33 6.14 6.84 7.80 8.54 9.22 !, 9.89 10.8 11.5
I 10_m� (4.15-5.01) (4.87.5.86)� (6.60-6.74) li (6.31-7.60) (7A6-8.55)� (7.70-9.35) (8.26-10.1) (8.80-10.8)
3.79 j 44
7 5.18 5.85 8.59 7.21 ! 7.77 ! 8.32 9.02 9.61
1 1 6-min (3.46.4.78) (4.084.91) (4.72-5_68) (5.32.6.41) (5.96!.22) (6.50.7_90) (6.96.8.52) (7.40.9.12) (7.86.9.90� (8.41.10.6) li
2.60 3A9 3.68 ! 4.24 4.88 SA3 5.95 6.46 JI 7.18 7.78
30�m1111 (2.37-2.86) (2.82.3.39) (3.36-4.041) (3.85-4.65) (4.41.5.36) (4.89-5.85) (5.33.6.52) ! (5.78.7.tOJ (8.33.7.88) (8.81•B.58)
J 1.62 194 2.36 ! 2.76 3.25 3.88 4.10 4.54 5.15 5.88
�'I 60-min (1.48.1.78) (1.77.2.13) (2.16.2_59)"' (2.51.3.02) (2.94166) (3.31-4.03) (3.67-4.49) I (4.04-4.98) ; (4.54-5.65J
j 2-hr I . ) - 9310.988 1.17 148 174 2.10 2A2 2.78 1 0
.1 .15- .9 4
(26-2.67 (2.45-3� (2.74-3.43) 4 9)(0.878-1.08) 1 061.30) (132-1.61) (7.56-79 7.88.2.31
1 . . . . 154. 31.3-hr 0.697 . 011 719F 026.0787) (075S .9 943-118) 1.37-172) I (1.59-2.01) i 82.2.31) (2.0 .2I (24 (2.
0.421 0.507 0.635 0.764 F 0.938 F .107F 1.27 1A5 1.72 1.97 I
6-hr (0_377.0.481)-(0.4540.577),(0.567.0.724)%(0.680.0.870) (0.829.1,08) (0.984-7.24)� (1.10-1.43) (1.26-1.64) ! (1.47-7.94) (1.66.2.23)
0246 0.287 0.373 OA52 0.558 0.837 i 0.784 0.882 i.OS 1.22
12-hr (0.220.0.282)i(0_265-0.339) (0.333-0.428)(0.401-0.515) (0.491-0.634)(0.574-0.745) (0.880.0.885)�(0.7550.998)j (0.88&1.19) (1.01.7.38)
l 24-hr 0.145 0.176 0.228 0.271 0.336 0.381 0.452 0.520 0.821 0,707
��(0.130-0.163)I(0.15&0.198) (0.204-0.255) (0.242-0.304) (0.297-0.375) (0.344-0.436) (0.394-0.504) (0.447-0.578) (0.525-0.69J(0.591.0.792J
0.084 0.101 0.130 0.155 0.192 0.225 0.261 0.301 0.362 0.414
2"day (0.075.0.094)I(0.091-0.114) (0.117-0.148)I(0.138-0.173) (0.170-0.214) (0.197.0.250) (0.227-0.291) (0.259.0.336) (0.305.0.405) (0.344-0.467)1
0.059 0.072 0.082 0.109 0.134 0.155 0.179 0.206 0.244 0.276
3-day (0.053-0.066)I(0.085-0.080) (0.083-0.103)j(0.097-0.121) (0.11&0.149)(0.137.0.772)�(0.158-0.199)i(0.177.0.228) (0.208.0.273) (0.233.0.312)
0.047 0.057 0.0� 0.068 0.104 0.120 0.137 0.158 0.185 0.209
4-day (0.043.0.053) (0.052A.064) (0.066.0.081)i(0.077.0.095) (0.093-0.118) (0.107.0.134)I(0.121.0.153�(0.137-0.174) (0.159.0.20)�(0.776.0.235)!
0.031 0.038 0.048 0.058 0.067 0.077 0.067 0.098 0.1'14 0,128
i 7•day (0.029-0.035)1(OA3&OA42) (0.0410.053) (0.051-0.061) (0.061-0.074) (0.088-0.085)i(0.078.0.096)I(0.0870.10.9).(0.099-0.12J(0.110.0.143)I
a (00.025. r 0.030 0.051 0.068 0.066 0-.074
0.085 0.096 0.037 0.043
1
10y 0.023-0027) (0.027.0.033) 0034.0.041J(0.0390.047) .07-0.057) 0.050.0 0.059.0. 7 ) (0.066.0.082) 0.075-0.095) (0.082.0.1
06)3 004 0052 0057
L0 .037 0.0412d .
.015 ).018) (0.018.0.022) (0.022-0.027) (0.026-0.030) (0.030.0.036) (0.034.0.040);(0.037-0.045) (0.041.0.050) (0.046-0.057);(0.050-0.063)!
0.014 0.016 0.020 0.022 0.026 0.029 0.032 0.035 0.039 0.043
30•day (0.013-0.075)',(0.015-0.018) (0.018.0.021)I(0.021.0.024) (0,024.0.028) (0.028.0.031) (0.029-0.035) (0.032-0.038)I(0.035.0.043) (0.038-0.047�
I❑45-da 0.011 0.014 0.016 0.018 0.021 0.024 0.026 0.029 0.033 0.036
(0.011-0.012)I(0.0 _O.01015)(0.015.0.017)I(0.017-0.020) (0.020-0.023)I(0.022.0.026)I(0.024-0.029) (0.026.0.032) (0 0 0.038�(0.032.0.039)
0.010 y 0.012 0.014 0.016 0.018 0.020 0.022 0.024 0.027� 0.029
60-day (0.010-0.011) (0.011.0.013) (0.013-0.015) (0.015.0.017) (0.017-0_ 020),(0.019-0.022)1(0.020.0.0)(0.022.0.026) (0.024-0.029) (0.026_0.032)
1 Precipitation frequency(PP)esttrretes In this table are based on frequency analysis of partial duration series(PDS).
Nurrbers In parenthesis are rf estirrates at lower and upper bounds of the 90%confidence Interval.The probability that precipitation frequency estirretes(fora
given duration and average recurrence Interval)wit be greater then the upper bound(or less than the low er bound)is 5%.rstirrates at upper bounds are not
j checked against probable m Iirn sn precipitation(PNP)""mates and Trey be higher than currently valid PAD values.
'Please rater to NOAA Atlas 14 docunent fa more information.
--- Back t0 TOD ---
PF graphical
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Hydrograph Summary Re PR da flow Hydrographs Extension for AutoCAD&Civil 3D®2009byAutodesk,Inc.v6.066
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type now Interval peak volume hyd(s) elevation strge used description
(origin) (cfs) (min) (min) (cuft) (ft) (cuft)
1 SCS Runoff 1.586 725 5,124 --- ---- ------ alliance family dollar
2 SCS Runoff 2.702 2 724 8,077 ----- --- --•- post dev family dollar alliance
3 Reservoir 0.181 2 826 7,926 2 12.63 10,891 Post Development Route
Zg53
New.gpw Return Period: 1 Year Wednesday, Jan 22, 2014

Hydrograph Report 2
Hydraflow Hydrographs Extension forAutoCAD®Civil 3D®2009 by Autodesk, Inc.v6.066 Wednesday,Jan 22,2014
Hyd. No. 1
alliance family dollar -#�4a)- a V
Hydrograph type = SCS Runoff Peak discharge = 1.586 cfs
Storm frequency = 1 yrs Time to peak = 12.08 hrs
Time interval = 1 min Hyd. volume = 5,124 cult
Drainage area = 1.230 ac Curve number = 73
Basin Slope = 0.5 % Hydraulic length = 350 ft
Tc method = KIRPICH Time of cone. (Tc) = 5.46 min
Total precip. = 3.40 in Distribution = Type III
Storm duration = 24 hrs Shape factor = 484
Q (cfs) alliance family dollar
Hyd. No. 1 — 1 Year Q (cfs)
2.00 2.00
1.00
1.00
0.00 0.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Hyd No. 1 Time (hrs)

3
Hydrograph Report
HydraFlow Hydrographs Extension forAutoCAD®Civil 3D®2009 by Autodesk, Inc.v6.066 Wednesday,Jan 22,2014
Hyd. No. 2
post dev, family dollar alliance
Hydrograph type = SCS Runoff Peak discharge = 2,702 cfs
Storm frequency = 1 yrs Time to peak = 12.07 hrs
Time interval = 2 min Hyd. volume = 8,077 cuft
Drainage area = 1.230 ac Curve number = 85'
Basin Slope = 1.0 % Hydraulic length = 600 ft
TO method = KIRPICH Time of conc. (Tc) = 6.33 min
Total precip. = 3.40 in Distribution = Type III
Storm duration = 24 hrs Shape factor = 484
Composite(Area/ON)=[(1.230 x 85)]/1.230
post dev family dollar alliance
Q (cfs)
Q (cfs) Hyd. No. 2-- 1 Year
3.00 3.00
2.00 2.00
1.00 1.00
0.00 0.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Time(hrs)
® Hyd No. 2

Hydrograph Report 4
Hydreflow Hydrographs Extension forAuIOCAD9 Civil 3D®2009 byAutodesk,Inc.v6.066 Wednesday,Jan 22,2014
Hyd. No. 3
Post Development Route
Hydrograph type = Reservoir Peak discharge = 0.181 cfs
Storm frequency = 1 yrs Time to peak = 13.77 hrs
Time interval = 2 min Hyd. volume = 7,926 cuft
Inflow hyd. No. = 2 - post dev family dollar alliance Max. Elevation = 12.63 ft
Reservoir name = Wet Pond BMP Max. Storage = 10,891 cuft
Storage Indication method used. Wet pond routing start elevation=11.50 ft.
Post Development Route
Q (cfs) Hyd. No. 3 -- 1 Year Q (cfs)
3.00 3.00
2.00 2.00
1.00 1.00
0.00 0.00
0 10 20 30 40 50 60 70 80 90 100
Time (hrs)
— Hyd No. 3 ®--• Hyd No. 2 ' I Total storage used = 10,891 cult

Pond Report 5
Hydraflow Hydrographs Extension for AutoCADO Civil 300 2009 by Autodesk, Inc.v6.066 Wednesday,Jan 22,2014
Pond No. 2 - Wet Pond BMP
Pond Data
Contours-User-defined contour areas.Conic method used for volume calculation. Begining Elevation=7.00 ft
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(sqft) Incr.Storage(cult) Total storage(cult)
0.00 7.00 707 0 0
4.00 11.00 1,862 4,954 4,954
4.50 11.50 2,845 1,168 6,122
5.00 12.00 4,028 1,709 7,831
7.00 14.00 5,711 9,689 17,520
Culvert/Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise(in) = 15.00 1.00 6.00 0.00 Crest Len(ft) = 16.00 20.00 50.00 0.00
Span(in) = 15.00 1.00 6.00 0.00 Crest El.(ft) = 13.00 13.50 14.00 0.00
No.Barrels = 1 1 1 0 Weir Coeff. = 3.33 2.60 2.60 3.33
Invert El.(ft) = 10.85 11.50 12.40 0.00 Weir Type = Rect Broad Broad --
Length(ft) = 25.00 1.00 1.00 0.00 Multistage = Yes Yes Yes No
Slope I%) = 1.00 1.00 1.00 n/a
N-Value = .013 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfii.(in/hr) = 0.000(by Contour)
Multistage = n/a Yes Yes No TW Elev.(ft) = 11.50
Nate:Wyert/Onlice outflows are analyzed under inlet(ic)and Witt(oc)control. Weir risers checked for orifice conditions(iy and submergence(s).
Stage/Storage I Discharge Table
Stage Storage Elevation Clv A Clv B Clv C PrMsr Wr A Wr S Wr C Wr D Exfil User Total
ft cuft ft cfs cfs cfs cfs cfs cfs cis cfs cfs cfs cfs
0.00 0 7.00 0.00 0.00 0.00 -- 0.00 0.00 0.00 - - - 0.000
0.40 495 7.40 0.00 0.00 0.00 -- 0.00 0.00 0.00 -- -- - 0.000
0.80 991 7.80 0.00 0.00 0.00 --- 0.00 0.00 0.00 -- - --- 0.000
1.20 1,486 8.20 0.00 0.00 0.00 __ 0.00 0.00 0.00 v: - -- 0.000
1.60 1,982 8.60 0.00 0.00 0.00 0.00 0.00 0.00 0.000
�(,• 2.00 2,477 9.00 0.00 0.00 0.00 -- 0.00 0.00 0.00 - - -- 0.000
2.40 2,972 9.40 0.00 0.00 0.00 -- 0.00 0.00 0.00 -- -- - 0.000
1- 2.80 3,468 9.80 0.00 0.00 0.00 - 0.00 0.00 0.00 - - -- 0.000
2 3.20 3.963 10.20 0.00 0.00 0.00 •- 0.00 0.00 0.00 - -- -- 0.000
,r4 1: 3.60 4.459 10.60 0.00 0.00 0.00 -- 0.00 0.00 0.00 - -- - 0.000
2 4.00 4,954 11.00 0.00 0.00 0.00 - 0.00 0.00 0.00 - - - 0.000
4.05 5,071 11.05 0.00 0.00 0.00 __ 0.00 0.00 0.00 __ _ `_ 0.000
4.10 5,188 11.10 0.00 0.00 0.00 0.00 0.00 0.00 0.000
N 4.15 5,304 11.15 0.00 0.00 0.00 •-- 0.00 0.00 0.00 -• --- - 0.000
4.20 5,421 11.20 0.00 0.00 0.00 -- 0.00 0.00 0.00 •- -- --- 0.000
4.25 5.638 11.25 0.00 0.00 0.00 - 0.00 0.00 0.00 •- --- -- 0.000
4.30 5,656 11.30 0.00 0.00 0.00 - 0.00 0.00 0.00 - v: - 0.000
4.35 5,772 11.35 0.00 0.00 0.00 0.00 0.00 0.00 0.000
4.40 5,888 11.40 0.00 0.00 0.00 0.00 0.00 0.00 0.000
4.45 6,006 11.46 0.00 0.00 0.00 0.00 0.00 0.00 -- •- - 0.000
"-"- 4.50 6,122 11.50 0.00 0.00 0.00 -• 0.00 0.00 0.00 -- -- - 0.000
4.55 5293' 11.65 0.03 is 0.00 is 0.00 •- 0.00 0.00 0.00 - - •- 0.003
4.60 6,464 11.60 0.031c 0.01 is 0.00 --• 0.00 0.00 0.00 •-- •-- - 0.006
4.65 6,635 11.65 0.03 is 0.01 is 0.00 -- 0.00 0.00 0.00 -- -- --- 0.009
4.70 6,806 11.70 0.03 is 0.01 is 0.00 --- 0.00 0.00 0.00 - - - 0.010
4.75 6,977 11.75 0.03 is 0.01 is 0.00 --- 0.00 0.00 0.00 --- -- 0.012
4.80 7,148 11.80 0.03 is 0.01 is 0.00 -- 0.00 0.00 0.00 --- -- -• 0.013
4.85 7,318 11.85 0.03 is 0.01 is 0.00 -- 0.00 0.00 0.00 ••. --- -- 0.015
4.90 7,489 11.90 0.03 is 0.02 is 0.00 •- 0.00 0.00 0.00 --- --- - 0.016
4.95 7.660 11.95 0.03 io 0.02 is 0.00 0.00 0.00 0.00 --: -- - 0.017
5.00 7,831 12.00 0.03 is 0.02 is 0.00 0.00 0.00 0.00 0.018
5.20 8,800 12.20 0.03 is 0.02 is 0.00 --- 0.00 0.00 0.00 - -- --- 0.021
5A0 9,769 12.40 0.03 is 0,02 is 0.00 -- 0.00 0.00 0.00 -- - - 0.024
..6-5.60 10,738 12.60 0.14 is 0.03 is 0.11 Ic --• 0.00 0.00 0.00 -- --- •- 0.141
5.80 11,707 12.80 0.39 is 0.03 is 0.36 is •-- 0.00 0.00 0.00 •-- - -- 0.392
_ 6.00 12,676 13.00 0.59 is 0.03 is 0.56 is -- 0.00 0.00 0.00 --- - - 0.591
6.20 13,645 13.20 5.49 oc 0.02 is 0.70 is --- 4.77 0.00 0.00 - --- - 6.489
Continues on next page...

6
Wet Pond BMP
Stage/Storage/Discharge Table
Stage Storage Elevation CIvA CIvB CNC PrFRsr WrA WrB WrC WrD Exfil User Total
ft Cult ft cfs cfs cfs cfs cfs cfs cfs cis cfs cfs cfs
6.40 14,613 13.40 8.00 iC 0.01 is 0.24 is -- 7.75 s 0.00 0.00 -- --- •-- 7.997
6.60 15,582 13.60 8.53 is 0.00 is 0.13 is -- 7.42 s 0.97 s 0.00 -- --- --- 8.514
6.80 16,551 13.80 8.95 is 0.00 is 0.07 is - 6.68 s 2.18 s 0.00 - •-- -- 8.938
7.00 17,520 14.00 9.34 is 0.00 is 0.05 is -- 6.39 s 2.88 s 0.00 --- - - 9.316
..End

Run Off Calculations
Simple Method
Rv = 0.05+.0091
da 1.23
1= 57.69 % is 0.7097
Rv= 0.5692 % 0.576992
Volume to be Controlled
V = design rainfall x Rv x drainage area
DA 1.23 ac
Design Rainfall 1.5 in
Volume= 3812.2 cf

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; ; mom! ! ; 3m;m q

Hydrology Report
Hydraflow Express Extension for AuioCAD®Civil 3DO2009 by Autodesk,Inc. Friday,Jan 24 2014
SWALE
Hydrograph type = Rational Peak discharge (cfs) = 0.096
Storm frequency (yrs) = 10 Time interval (min) = 1
Drainage area (ac) = 0,040 Runoff coeff. (C) = 0.3
Rainfall Inten (in/hr) = 8.033 Tc by User (min) = 5
OF Curve = VANCEBORO.IDF Rec limb factor = 1.00
Hydrograph Volume=29(cuft);0.001 (acft)
Runoff Hydrograph
Q (cfs) 10-yr frequency Q (cfs)
0.10 0.10
0.09 0.09
0.08 0.08
0.07 0.07
0.06 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 0.00
0 5 10
Time (min)
— Runoff Hyd -Qp= 0.10 (cfs)

Channel Report
HydraFlow Express Extension for AutoCAD®Civil 3DO 2009 by Autodesk, Inc. Friday,Jan 24 2014
SIDE YARD SWALE
Trapezoidal Highlighted
Bottom Width (ft) = 1.00 Depth (ft) = 0.11
Side Slopes (z:1) = 5.00, 5.00 Q (cfs) = 0.100
Total Depth (ft) = 1.80 Area (sqft) = 0.17
Invert Elev (ft) = 14.20 Velocity (ft/s) = 0.59
Slope (%) = 0.50 Wetted Perim (ft) = 2.12
N-Value = 0.030 Crit Depth, Yc (ft) = 0.07
Top Width (ft) = 2.10
Calculations EGL (ft) = 0.12
Compute by: Known Q
Known Q (cfs) = 0.10
Elev (ft) Section Depth (ft)
17.00 2.80
16.50 2.30
16.00 N 1.80
15.50 OF 1.30
15.00 0.80
14.50 0,30
14.00 -0.20
13.50 -0.70
0 2 4 6 8 10 12 14 16 18 20 22 24
Reach (ft)

Culvert Report
Hydraflow Express Extension for AutoCAD®Civil 3D02009 by Autodesk,Inc. Wednesday,Jan 22 2014
OVERFLOW OUTLET PIPE
Invert Elev Dn (ft) = 10.69 Calculations
Pipe Length (ft) = 25.00 Qmin (cfs) = 6.42
Slope (%) = 0.64 Qmax (cfs) = 6.42
Invert Elev Up (ft) = 10.85 Tailwater Elev (ft) = Crown
Rise (in) = 18.0
Shape = Cir Highlighted
Span (in) = 18.0 Qtotal (cfs) = 6.42
No. Barrels = 1 Qpipe (cfs) = 6.42
n-Value = 0.012 Qovertop (cfs) = 0.00
Inlet Edge = Projecting Veloc Dn (ft/s) = 3.63
Coeff. K,M,c,Y,k = 0.0045, 2, 0.0317, 0.69, 0.5 Veloc Up (ft/s) = 3.74
HGL Dn (ft) = 12.19
Embankment HGL Up (ft) = 12.25
Top Elevation (ft) = 14.00 Hw Elev (ft) = 12.36
Top Width (ft) = 20.00 Hw/D (ft) = 1.01
Crest Width (ft) = 50.00 Flow Regime = Outlet Control
EIe M OVERFLOW OUTLET PIPE H DeFIhM
15,00 415
19.00 315
Y
13.00
x 21 7 J Ojetmnvni
2.00 5
,� v
11.00 015
10.00 -0.85
9.00 .186
0 5 10 15 20 25 30 35 90 45
--OrOuW1 --HGL --Embank Reach pq

a Soil Map—Pamlico County,North Carolina a
a g
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Map projetlbn:Mb Maxtor Gana mordlnstm V4GSS4 Edge Oa:tlrM tale 18N WGS84
USDA Natural Resources Web Soil Survey 12/16/2013
Conservation Service National Cooperative Soil Survey Fteg6 t gf 3

DYNAMIC CONE PENETROMETER TEST REPORT ��rr�con
Report Number: 72131227.0001
Service Date: 12/05/13 314 Beacon Dr.
Report Date: 12/09/13 Winterville,NC 28590
252-353-1600
Client Project
Stocks and Taylor Construction, Inc. Family Dollar-Alliance NC
Attn: Selden Taylor NC Hwy 55
PO Box 2147 Alliance,NC
Washington,NC 27889
Project Number: 72131227
SERVICES REQUESTED BY: Mr. Selden Taylor, representing Stocks and Taylor Construction, Inc.
TERRACON PERSONNEL: Bob Neel and Kevin Harris.
OBSERVATION LOCATION(S): As indicated on the attached drawing.
SOIL DESCRIPTION: Dark brown, brown, tan, yellow brown and gray silty fine sand underlain by dark brown, brown tan,
yellow brown and gray silty clayey fine sand.
OBSERVATION RESULTS:
Representatives of Terracon Consultants, Inc. were present on the project site today to test proposed bearing soil using a
dynamic cone penetrometer and a soil auger.
Dynamic cone penetrometer test results were obtained at approximate one foot intervals to a maximum depth of 5.5 feet
below the existing site grade. The test results obtained are attached. Groundwater was encountered at depths of 4.5 to 5.0
feet below the existing ground surface.
COMMENTS: Based on the dynamic cone penetrometer test results obtained today, the soil tested appears satisfactory for a
soil design bearing pressure of 2000 psf.
OTHER OBSERVATIONS:
• The site is currently wooded. Clearing and grubbing should include the removal of six inches of 'forest litter' and six
inches of topsoil (total of 12 inches). This is in addition to the complete removal of all stumps and related roots.
• Hand auger borings advanced within the footprint of the proposed stormwater pond revealed a seasonal high water
table at 2.0 feet, based on the occurrence of grayish brown (10YR-5-2) and dark grayish brown (10YR-4-2) soil
mottles in a silty fine sand matrix.
JAN 2 B 2014
�Q
Services:
Terracon Rep.: Bob Neel
Reported To: Mr. Selden Taylor
Contractor:
Report Distribution:
(1)Stocks and Taylor Construction,Inc.,
Selden Taylor
Reviewed By:
Carl F. Bonner,PE
Office Manager III
The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report Is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CT0009,9-28-10,Rev] Page I of I

DYNAMIC CONE PENETROMETER TEST REPORT C�rracon
Report Number: 72131227.0001
Service Date: 12/05/13 314 Beacon Dr.
Report Date: 12/09/13 Winterville,NC 28590
252-353-1600
Client Project
Stocks and Taylor Construction, Inc. Family Dollar-Alliance NC
Attn: Selden Taylor NC Hwy 55
PO Box 2147 Alliance,NC
Washington,NC 27889
Project Number: 72131227
LOCATION DEPTH BELOW PENETROMETER
TESTED EXISTING GRADE VALUE COMMENTS
Number 1, as indicated 1.0 9-14
2.0 7-9-10
3.0 8-9-8
4.0 9-12
5.5 4-5-5 Groundwater encountered at 5.0 feet.
Number 2, as indicated 1.0 12-12+
2.0 15+
3.0 15
4.0 5-5-6 Groundwater encountered at 4.5 feet.
5.5 2-4-5
Number 3, as indicated 1.0 16
2.0 15
3.0 11-14
4.0 4-5-4 Groundwater encountered at 4.5 feet.
5.5 2-3-2-2-3-5
Continued on the following page:
The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT lest methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
M001,9-28-10,RCV.B Page I of

DYNAMIC CONE PENETROMETER TEST REPORT ��rr�con
Report Number: 72131227.0001
Service Date: 12/05/13 314 Beacon Dr.
Report Date: 12/09/13 Winterville,NC 28590
252-353-1600
Client Project
Stocks and Taylor Construction,Inc. Family Dollar-Alliance NC
Attn: Selden Taylor NC Hwy 55
PO Box 2147 Alliance,NC
Washington,NC 27889
Project Number: 72131227
LOCATION DEPTH BELOW PENETROMETER
TESTED EXISTING GRADE VALUE COMMENTS
Number 4, as indicated 1.0 15
2.0 16
3.0 9-10-10
4.0 6-5-5
5.5 2-4-4 Groundwater encountered at 5.0 feet.
Number 5, as indicated 1.0 1-2-5-7 This test possibly located in former logging
wheel rut
2.0 7-7-8
3.0 8-8-7-11
4.0 5-5-5
5.5 3-4-4 Groundwater encountered at 5.0 feet.
Number 6, as indicated 1.0 15+
2.0 15+
3.0 15+
4.0 4-6-5
5.5 3-4-6 Dry at a depth of 5.5 feet
Services:
Terracon Rep.: Bob Neel
Reported To: Mr. Selden Taylor
Contractor:
Report Distribution:
(1)Stocks and Taylor construction,Inc.,
Selden Taylor �t ^ �� ^
Reviewed By: (.OV-j—
Carl F.Bonner,PE
Office Manager III
The tests were performed in general accordance with applicable ASTM,AASHTO,or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s)referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CT0001,9-29-10,R ,R Page 2 of 2

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Soil Map—Pamlico County,North Carolina
Map Unit Legend
Pamlico County,North Carolina(NC137)
Map Unit Symbol Map Unit Name Acres In AOI Percent of AOI
Sk Stockade loamy fine sand 12.3
66.4%',
-
�Yo, --- ------------- Yonges loamy fine sand - 6-----' ------------ -----1.6 ------.--------- -- %
Totals for Area of Interest 13.9 100.0%
-- ---- --L---
USDA Natural Resources Web Soil Survey 12/16/2013
-11-90 Conservation Service National Cooperative Soil Survey Page 3 of 3

uCkf`Ct�a/d
IoVVIII�IPV�I I3730004I�VN CRP
Dot ID; 1V233r3000a Type:11; ORP
Recorded! t38.0o P10 at 11:20:48 PI1
RevFOS Ant:Tax;
$11 Pagt 1 of 4 -�F^^^t ��'"' f �5 r.�.... <,.:j
Revgqnut Tax; SS70.00
SutlH. HC
Sue H. Mhltford Replacer of Oeeda
BK549 P0811-814 JAN� 2 Fi 2014
y V v 'N q b
Prepared bylRetum to: Sara L.Delamar,Delamar&Delamar,PLLC,Attorneys at Law, fF
P.0.13ox 411,Bayboro,N.C.28515
N.C. Excise Tax-$I 10.00
NORTH CAROLNA
PAMLICO COUNTY GENERAL WARRANTY DEED
This deed,made and entered into this 7 3Mday of November,2'010 by and between
Daniel A.Lynch,III and wife,Kristina K.B.Lynch,hereinafter referred to as"Grantor";and
Alliance Development,LLC,hereinafter referred to as"Grantee". Grantor's mailing address is
51 Parson Road,Grantsboro,North Carolina 28529. Grantee's mailing address is Post Office
Box 251,Alliance,North Carolina 28509,
WITNESSETH:
That said Grantor,for and in consideration of valuable consideration paid to Grantor,the
receipt of which is hereby acknowledged,does grant,bargain,sell and convey unto the Grantee in
fee simple all that certain tract or parcel of land lying and being in Number Three(3)Township,
Pamlico County,North Carolina,and more particularly described as follows:
Commencing at an existing N.C.G.S.monument entitled"Liquor"and having N.C.Grid
Values of North 514,706.7396 and Eastern values of 2,660,968.552;and running thence
from the said existing N.C.G.S,monument North 70 degrees 20 minutes 44 seconds West
and having a grid distance of 253.61 feet to an existing concrete monument located along
the Northern right of way of N.C.Highway 55(100 foot right of way),said concrete
monument also being THE TRUE POINT OF BEGINNING:thence from the described
beginning and running along the said Northern right of way of N.C.Highway 55 North 86
degrees 34 minutes 35 seconds West 150.00 feet to an iron stake; thence North 02 degrees
31 minutes 59 seconds East 355.31 feet to an iron stake located along the centerline of an
abandoned Norfolk Southern Railway(100 foot right of way); thence along the said
centerline of the abandoned Norfolk Southern Railway right of way South 87 degrees 04
minutes 22 seconds East 150.06 feet to an existing iron pipe located along the centerline of a
ditch; thence leaving the centerline of the said abandoned Norfolk Southern railway right
tIlED TO:
ti-a>F• 10
Book:549 Page: 811 Page 1 of 4

of way and running along the centerline of the ditch South 02 degrees 32 minutes 42
seconds West 356.60 feet to the point and place of beginning. Containing 1.23
acres/53400.13 square feet and being a portion of the property described in Map Book IA
Page 151 of the Pamlico County Registry. The courses contained herein are correct in
angular relationship and is referenced to N.C.Grid North Nad 83,
Together with and subject to the rights and easements as set forth in the Reciprocal
Easement Agreement filed in Book 315,Page 490,Pamlico County,North Carolina
Register of Deeds.
See attached,"Exhibit A,Exceptions"
The property described above was acquired by Grantor by instrument recorded in Book
446,Page 793,Pamlico County Registry.
To have and hold the aforesaid tract or parcel of land and all privileges thereunto
belonging in fee simple forever.
And Grantor covenants with Grantee that Grantor is seized of the premises in fee simple,
has the right to convey the same in fee simple,that title is marketable and free and clear of all
encumbrances,and that Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever,except for the exceptions hereinafter stated.
Title to the property described above is subject to ad valorem taxes for the current year
and utility easements and restrictive covenants of record,if any.
The designation Grantor and Grantee as used herein shall include the parties hereto,their
heirs,successors,assigns and legal and/or personal representatives.
In Testimony Whereof,said Grantors have hereunto set their hands and seals,the day and
year first written above.
Book:549 Page: 811 Page 2 of 4

aia
�?. EAL) �(tdcw (SEAL)
Daniel A. Lynch, IY Kristin K. B. Lynch
If marked or initialed,the property includes the primary residence of at least one of the
Grantors,otherwise, note as N/A.(per NC GS § 105.317.2)
?W LTCt, County,North Carolina
certify that the following persons personally appeared before me this day,each acknowledging
to me that he or she voluntarily signed the foregoing document for the purpose stated therein and
in the capacity indicated:Daniel A. Lynch. 111 and wife, Kristin K. B. Lynch.
Date:_ I\-2?-20 t r,
nn otoP ..�,,. 6
Official Signature of Notary i /'f RX `sp
Notary Public !
v
Sara L. be6.x�gY ;t`QUB LIr, ?u
Notary Public Printed Name
Notary Seal or tamp Must
p
My commission expires: 1 4,12 e i C Appear In Above Box
Book: 549 Page: 811 Page 3 of 4

Exhibit A
Exceptions
1. Reservation of Mineral Rights as set forth in Deed recorded in book 224,Page 288,Pamlico
County Registry.
2. Easement(s)to Havelock Grocery, Inc. recorded in Book 234, Page 544, Pamlico
County Registry.
3. Easement(s)to Carolina Telephone and Telegraph Company recorded in Book 113,Page 284,
Pamlico County Registry.
4. Right-of-Way to Pamlico Beaufort Electric Membership Corporation,recorded in Book
135, Page 505, Pamlico County Registry.
5. 'terms and Conditions of Reciprocal Easement Agreement recorded in Book 315,Page 490,
Pamlico County Registry.
Book: 549 Page: 811 Page 4 of 4

a2U112 MSRMaps:Print
Send To Printer Back To MSR Maps Change to 11x17 Print Size Show Grid Lines Change to Landscape
ZUSGS 2 Ian SW of Rayboro North Carolina, United States 01 Jul 1982
5
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km I 0.4, 0.0. 12
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© 2010 Microsoft Corporation. Terms of Use Privacy Statement LO
isrmaps.com/Printlmage.aspx7T=2&S=13&2=18&X=210&Y=2430&W=3&D=01+Jul+1 982&P=2+km+SW...
1/1

Tar-Pamlico Stormwater Rule 15A NCAC 2B.0258 Last Modified 5/23/03
Coastal Plain of the Tar-Pamlico River Basin:
Includes Greenville and Washington as vecll as Pitt and Beaufort Counties
BMP Removal Calculation Worksheet(Automated)
Project Name: 14,111L I DILL.I R ALLI IA('E
Date:
By: dare Perlin Checked By.
Directions:
>It may be advantageous to split the development into separate catchments to be handled by separate BMPs. The tables below allow
the development to be split into as many as three catchments,and can be copied for greater than three. NOTE:Unless runoff Flowing
onto the development from offsne is routed separately around or through the site,the offsite catchment area draining in must be
included in the acreage values of the appropriate land use(s)and treated.
>Above each table:Enter the catchment acreage in the top green blank. Based on a comparison of the post-development TN and TP
export coefficients you calculated above to the rule requirements of 4-0 Ib/ac/yr'I'N and 0.4 Ib/ae/yr TP,select BMP(s)from the list for
treating the catchment nmof... Enter the chosen BMP(s)nutrient removal rates in the green blanks. If more than one BMP is to be
used in series,the combined removal rates will be calculated automatically in the blue blanks.
>Catchment Tables:Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the light blue
boxes- NOTE:Compare the Total Catchment Acreage for the Development(final table)to the value you established in the pre-BMP
worksheet tables,and also to the siteplans,for consistency. All of these values need to be the same
TN TP Design Standard
BMP Wet Detention Pond 25 40 INC BMP Manual
Nutrient Stormwater Wetland 40 35 NC BMP Manual
Removal .Sand Filter 35 45 NC BMP Manual
Rates Bioretention 35 45 NC BMP Manual
Grass Swales - 20 20 NC BMP Manual
Vegetated Filter Strip yet 20 35 NC BMP Manual
Level S leader
Dry Detention 10 10 NC BMP Manual
Catchment 1:
'Total acreage of catchment I= ac
First BMP's TN removal rate= % First BMP's TP removal rate= %
Second BMP's TN removal rate= % Second BMP's TP removal rate= %
Third BMP's 7N removal rate= % Third BMP's TP removal rate=
TOTALTN REMOVAL RATE= 25 % TOTAL TP REMOVAL RATE= 40 %
(I) (2).. (3) _ t1.42
(5) (6) (7)
Type of Land Cover Catchment S.M.Formula Column Average EPIC Column
Acreave 5 +
'transportation impervious- 5.767.79 0.19 0.57
Roof impervious 5.762.14 0.11 0.12
Managed pervious - 5.76 2.62 0.25 0.52
Wooded pervious '} 5.76 0.94 0.00 0.14 0.00
Area.taken up by BMP "' a 5.76 1.95 2.25 0.11 0.13
Fraction Impervious(1)= 0.55 Pre-BMPTN 14.79 Pre-BMP TP 1.33
Load(lb/yr)= Load(Ib/yr)=
Total Area of Development= 1.23 Pre-BMPTN 12.03 Pre-BMP TP 108
Export(1b/ac/yr) Export(Ib/ac/yr)
Post-BMP TN Post-BMP TP
Load(Ib/yr)= 11.09 Load(Ib/yr)= 0.80
Post-BMPTN Post-BMP TP
Export(lb/ac/yr) 9.02 Ert(Ib/ac/yr) 0.65
xpo

Tar-Pamlico Stormwater Rule 15A NCAC 2B.0258 Last Modified 1/22/2014
Coastal Plain of the Tar-Pamlico River Basin:
Includes Greenville and Washington as well as Pitt and Beaufort Counties
Total Nitrogen and Total Phosphorus Loading Calculation Worksheet(Automated)
Project Name: FAMILY DOLLAR ALLIANCE
Date: 112212014
By: Marie Peedin Checked By:
Directions(same for pre-development and post-development tables):
>Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the values in light blue.
>Compare total areas of development in pre-and post-tables for consistency(bottom of column(2)),and also for consistency with
the site plans. If all of these values are not the same,there is an error that must be corrected.
>Unless drainage onto the development from offshe is diverted around or through the site,offsite catchment area draining in must
be included in the acreage values and treated.
Pre-development:
(1) (2) (3) (4) (5) (6) (7)
Type of Land Cover Area S.M.Formula Average EMC Column Average EMC Column
acres 0.51+ 1 of TN m /L) (2)*(3)*(4) of TP m 2 *
Transportation impervious 0.51 2.60 0.00 0.19 0.00
Roof impervious 0.51 1.95 0.00 0.11 0.00
Managed pervious "-
(lawn/landscaped) f V,.. 0.51 1.42 0.00 0.28 0.00
Managed pervious
(cropland) 0.51 4.23 0.00 1.23 0.00
Managed pervious
(pasture) 0.51 2.04 0.00 0.62 0.00
Wooded pervious 0.51 0.95 0.60 0.14 0.09
TN Loading TP Loading
Fraction Impervious(p= 0.00 (lb/yr)= 0.60 (lb/ r 0.09
Y )_
Total Area of Development= 1.23 TN Exp.Coeff. 0.48 TP Exp.Coeff. 0.07
(Ib/ac/yr) (Ib/ac/yr)=
Post-development:
(1) (2) (3) (4) (5) (6) (7)
Type of Land Cover Area S.M.Formula Average EMC Column Average EMC Column
(acres) (0.51 +9.111 of TN(mg/L 2 3 * 4 of TP m /L) (2)*(3)*(6
Transportation impervious 5.76 2.60 7.79 0.19 0.57
Roof impervious 5.76 1.95 2.14 0.11 0.12
Managed pervious 5.76 1.42 4.26 0.28 0.84
Wooded pervious 5.76 0.94 0.00 0.14 0.00
Fraction Impervious(I)= 0.58 TN Loading 14.18 TP Loading 1.53
(lb/
yr)_ (lb/yr)_
- Total Area of Development= 1.23 TN Exp.Coeff. 11.53 TP Exp.Coeff. 124
(Ib/ac/yr)= I (lb/ac/yr)=
Note: The nutrient loading goals are 4.0 Ib/ac/yr for TN and 0.4 lb/ac/yr for TP. If the post-development nutrient
loading is below these levels,then no BMP is necessary. Otherwise,the next worksheet calculates
post-development TN and TP loadings after BMPs are installed.

Tar-Pamlico Stormwater Rule 15A NCAC 28.0258 Last Modified 5/23/03
Wei hied Avera e of Nutrient Loadings from the Catchments:
Catchment Post-Bh P Post-BMP
Acreage TN Loading. TP Loading
(lb/ac/yr) (Ib/ac/yr)
Catchment 1 1.23 9.02 0.65
Catchment 2 0.00 0.00 0.00
Catchment3 0.00 0.00 0.00
TOTAL FOR DEVELOPMENT 1.23 9.02 0.65
Note: The nutrient loading goals are 4.0 Ib/ae/yr for TN and 0.4 Ib/ae/yr for TP. If the post-development nutrient
loading is below these levels,then the BMPs planned are adequate. Otherwise,additional BMPs and/or
modifications in development plans are required.

3/20112 MSRMaps:Print
Send To Printer Back To MSR Maps Change to 11x17 Print Size Show Grid Lines Change to Landscape
ZUSGS 2 Ian SW of Bayboro, North Carolina, United States 01 ]ul 1982
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Pamlico Engineering Services, PLLC 128 Abbey Lane4px
WASH❑YGTON,NC 27889
PHONE[phone]
To: Date 2/28/14 Job No. 13030
NCDENR Attention
Rodger Thorpe
Re: Alliance Family Dollar
WE ARE SENDING YOU N Attached ❑Under separate cover via
the following items:
❑ Shop drawings ❑ Prints 0 Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE No DESCRIPTION
2 Si ed plans
Signed application
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
® For your use ❑ Approved as noted ❑Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑FOR BIDS DUE 20_ ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Please call if you have any questions.
Marie U. Peedin,PE. t .•R J
FED 2 8 2014

LLD
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT �,�)y
No person may initiate any land-disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.) �7
Part A. �W ( I '1OI o5
1. Project Name Family Dollar
2. Location of land-disturbing activity: INC HWY 55 Alliance Pamlico County- City or Township
Highway/Street NC Hwv 55 Latitude 35.1449 Longitude -76.7896
3. Approximate date larvd-disturbing activity will commence: 3115/14
4. Purpose of development(residential, commercial, industrial, institutional, etc.):_commercial_
5. Total acreage disturbed or uncovered (including off-site borrow and waste areas) 1_1
6. Amount of fee enclosed: $130.00. The application fee of$65.00 per acre (rounded up to the next acre)
is assessed without a ceiling amount (Example: a 9-acre application fee is$585).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land-disturbing activity:
Name Barnes Boykin E-mail Address
Telephone Cell#252-230-0632 Fax#
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Alliance Development LLC
Name Telephone Fax Number
_P O Box 251
Current Mailing Address Current Street Address
Alliance NC 28509
City State Zip City State Zip
10. Deed Book No. 549 Page No. 811 Provide a copy of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land-disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Eastern Pride, Inc
Name E-mail Address np
E C
2405 - F Nash Street D
Current Mailing Address Current Street Address N 2 2014
Wilson NC 27$96 LAND OUAUTY SECTION
WASW NGTOGN RE ONAL OFFICE
City State Zip City State Zip
Telephone [phone] Fax Number

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney-in-fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
Barnes Boykin Vice President/Secretary
Type or print name Title or Authority
Signature Date
------------------------------------------------------------------------------------------------------------------------------------
I, , a Notary Public of the County of
State of North Carolina, hereby certify that Barnes Boykin
appeared personally before me this day and being duly sworn acknowledged that the above form
was executed by him.
Witness my hand and notarial seal, this day of 20
Notary
Seal
My commission expires